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9 <br />O O O O C O O O O C O C O O <br />o <br />0 0 <br />QCKING AT ALL <br />rsH ATHING EDGES. <br />0 <br />a <br />STUD SPACING F <br />DOUBLE 2 <br />MID SPi <br />BETWEE <br />2X P.T. SOLE PLATE w/ 1 <br />ANCHOR BOLTS (10 + 2; <br />O.C. MAX. w/7" EMBEDMEI <br />5/8" DIA. EXP. BOLTS AT <br />W/1800 # ALLOWABLE TEP <br />OR 1/2" DIA EXP. BOLTS <br />O.C. W/1200 # ALLOWABLI <br />MIN, ALSO AT CORNERS & <br />w/ 30 PLATE WASHERS <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16" SHEATHING <br />8d <br />3" O.C. <br />3" O.C. <br />12" O.C. <br />ALL <br />EDGES <br />I\LI LI\ IV I VVI\VnIIVIT I L 11 I VI\ <br />FOOTING SIZE AND LOCATION <br />LOAD BEARING WALL w/UPLIFT <br />W10 Lu <br />12 <br />PER <br />ELEV. <br />INTERIOR <br />NG <br />�IN( <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAIUNG & <br />OTHER REQ. <br />EXTERIOR GABLE END SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16" MIN <br />gd <br />3" O.C. <br />3" O.C. <br />12" O.C. <br />ALL <br />SHEATHING <br />EDGES <br />W02 GABLE END SHEATHING DETAIL <br />AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR <br />LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. <br />FASTENERS TO BE 1/8" DIA. MIN. AND EMBEDDED 3/4" MIN. <br />MINIMUM SHEAR CAPACITY TO BE 150 f <br />2x ANGLE AS REQUIRED w/ (2) 10d <br />TOE NAILS AT EACH END. <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN <br />BARREL FRAMING IS USED. <br />STRAP INSIDE FACE OF WALL PER - <br />W10 WHEN TRUSS STRAPS <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FACE OF WALL ` <br />SIMPSON H2.5A @ TOP & BOTTOM OF <br />OPENING FRAMING (JACK STUDS ONLY) <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16" O.C. — <br />(6) 10d NAILS KING STUD <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA18 <br />CENTER ON HEADER. <br />STRUCTURAL SHEATHING PER PLAN <br />(ON OPPOSITE SIDE OF WALL) <br />2x STUDS AT 16" O.C. <br />EDGE NAIL SHEATHING <br />PER PLAN <br />— EDGE NAIL SHEATHING <br />PER PLAN <br />CRIPPLES AS REQ'D, <br />STRAPPING AT INTERIOR <br />FACE PER PLAN <br />MTS16 FROM EA. TRUSS <br />TO HDR. <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16" O.C. <br />HEADER PER PLAN, (2) PLY <br />(6) 10d NAILS KING STUD TO — <br />MIN. ADDTIONAL JACK STUD <br />HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING <br />NAILS U.N.O - CENTER ON BOTTOM <br />AT 3" O.C. ALL AROUND <br />HEADER <br />OPENING <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />_u__JL <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />IA VYPICAL FRAMED BEARING WALL <br />0"-16" MAX. GAP <br />2x4 FILL w/ 2" MAX. GAP <br />BETWEEN BLOCKS. BLOCK <br />AS REQUIRED AT WINDOW <br />FASTENER LOCATIONS. <br />lx P.T. SHIM <br />NOTES: ALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL <br />WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION <br />DETAIL. 7".. <br />INSULATION AS WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />PER SPECS. FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERATE TOP <br />PRE-ENGINEERED ROOF PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />TRUSSES. REFER TO <br />TRUSSR. DRAWINGS. <br />ROOF SHINGLE ARCH FRAMING DETAIL (OR TILE PER SPEC) W13 Ku <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />OILREFER TO PLAN <br />u <br />FASCIA PER COMMUNITY SPEC <br />SOFFIT & OVERHANG PER <br />SPECIFICATIONS <br />BOND BEAM PER PLAN <br />PRECAST LINTEL PER PLAN <br />OPENING w/ PRECAST <br />SILL PER PLAN <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />EXTERIOR <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />OL 0'-0" <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W31 IY 1-STORY WALL SECTION <br />EBAR, CONT. IN <br />BEAM <br />BEAM PER PLAN <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />EBAR VERTICAL IN <br />I FILLED CELLS, <br />PLAN). #5 REBAR w/ A.C.I. STANDARD HOOK AT <br />TOP. LAP PER GENERAL NOTES. <br />EBAR VERTICAL <br />ED 25' MIN. U.N.O. <br />CLEAN OUT AT ALL <br />D CELLS. <br />FOUNDATION PLAN BOND BEAM TOP COURSE <br />DETAILS FOR FOOTING <br />ORCING. LINTEL OVER OPENING — <br />iu LAF kiinWnL/ <br />W19 TYPICAL FILLED CELL DETAIL <br />MAY VARY, <br />SEE PLAN <br />8" KNOCK OUT BLOCK w/ <br />#5 BAR GROUTED SOLID <br />¥5 VERTICAL BAR IN <br />GROUTED CELL. <br />8" CMU WALL LAID IN <br />RUNNING BOND. <br />W18 _TEPPED BOND BEAM OVER LINTEL <br />CONNECT WALLS PER W10 DETAIL @ <br />INTERIOR NON -SHEATHED WALLS <br />2x STUDS AT 16" O.C. <br />SHEATHING PER PLAN @ EXTERIOR — <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />(1) SP4 TO KING & JACK STUD U.N.O. <br />EDGE NAIL SHEATHING PER PLAN — <br />II II <br />II II <br />II II <br />II II <br />II II <br />J II II <br />_LL _JL <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <br />TRUSS BOTTOM CHORD PER <br />MANUF. @ 24" O.C. <br />EDGE NAIL SHEATHING TO TOP <br />PLATE AND TOP AND BOTTOM <br />OF HEADER PER PLAN <br />HEADER PER PLAN, (2) PLY <br />MIN, ADD JACK/KING STUDS <br />AND CONN. REQ. PER PLAN. <br />DOUBLE UPPER SILL AS REQ. <br />FOR SHUTTER ATTACHMENT <br />EXTERIOR WALLS & SHEAR <br />WALLS ONLY, FASTEN <br />SHEATHING AT 3" O.C. ALL <br />AROUND OPENING <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />O <br />. <br />en <br />DO. <br />41 <br />0 <br />(p <br />00 <br />00 <br />LO <br />i'-1 <br />�O <br />W <br />a-� <br />41 <br />N <br />It <br />ro <br />U <br />19di <br />`f' <br />crS <br />♦vm� <br />'� <br />ro <br />8 <br />� <br />pmq <br />0 <br />bJ� <br />co <br />N <br />� <br />I[PuiteGroup- <br />91 <br />N <br />1�1 <br />m <br />1 4 <br />o <br />M <br />O <br />O C-4 <br />00 w <br />O N <br />cn H <br />� o <br />a$ � W <br />0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX Ax /XXXX <br />�GrEI <br />PROJECT TYPE <br />TA- <br />Single Famil <br />P.. # 73242 FLORIDA <br />8 BENJ INNIES� P <br />SPECIFICATION LEVEL <br />P.E. # 2 FLORIDA <br />Pulte <br />5/20121 <br />DATENI t t 61 [ f <br />PLAN NAME <br />Highgate <br />' <br />NPC CHI NU ER <br />0. <br />2811.500 <br />w <br />., <br />,ram �►, .,x•b <br />SHEET <br />a� <br />S4.2 <br />f;. <br />